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Home My WebLink About22-4727��~tux *�� .~K�� w�� *�m w�x�m_mu�mmwxow 5335Eighth Street Zephyrhi|ky.FL33542 Phone: (913)78O-0O2O Issue Date: 09/0212022 i-permit U tUectrNc bervice Kepiacemenmisc Name: KEITHRBRACKEN &JAN|CER Permit Type: Electric Service R*Plauemont/m Contractor: FREEDOM FOREVER !Class raWork: Add/Alter Re»ideoUa| I FLORIDA LLC Address: 63008rentwood Dr INSTALL ROOFTOP SOLAR PvSYSTEM. Electrical Permit Fee Building Valuation: $0.00 Electrical Valuation: $74.480.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $74,480.00 Total Fees: $412.40 Amount Paid: $412.40 Date Paid: 9/2/2022 3:42:38PM $41240 REiNSPECTNONFEES: (c)With respect tmRei comply with Florida Statutm5538O(2)he local government shall impose afee mf four times the amount mfthe fee imposed for the initial inspection or firmtnainspmnt|on whichever is greater, for each subsequent 1mm cti Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such oowater management, state agencies orfederal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Date Received 09/02/2022 __ 7218 Phone Contact for Permitting ( 27 ) 294 Owner's Name Keith & Janice Bracken Owner Phone Number 252-231-5589 Owner's Address 6300 Brentwood Dr Owner Phone Number Fee Simple Titleholder Name —� Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6300 Brentwood Dr. Zephyrhills FI 33542 LOT# SUBDIVISION Silver Oaks PARCEL ID# 03-26-21-0120-00000-0930 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT SIGN 0 O DEMOLISH J( INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK a FRAME STEEL DESCRIPTION OF WORK Installation of FIN Solar Panels on rooftop. BUILDING SIZE I SO FOOTAGE 845.6 HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $74,480.00 AMP SERVICE ® PROGRESS ENERGY 0 W.REC. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING SPECIALTY O OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY-------- SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address A License # ELECTRICIAN/ f COMPANY Freedom Forever SIGNATURE 1 REGISTERED Y/ N FEE CURREN Y/ N Address 2010 51st Ave tJ#l11 Palmetto Fl, 34221 License# I EC13008056 —� PLUMBER — — COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License # —� MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address License # [-------� iC��t��3i3��t##t��l3m3f#�#+fifi[#iC1€��C�liil RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms, R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. OWNER OR AGENT CONTRACTOF Subscribed and sworn to (or affirmed) before me this Subscribed and Who is/are personally known to me or has/have produced as identification. identification. Notary Public ''{= p +pr (`r �ji Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped RM RA C GRAYc - State of Floridaon # HH 114656xpires Apr 6. 2025ational Notary Assr. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting (727 ) 294 -- 7218 _ s €aa s# sa It Owner's Name Keith Bracken Owner Phone Number 252-231-5589 Owner's Address 6300 BrentW00d Dr. Owner Phone Number Fee Simple Titleholder Name ®� Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6300 Brentwood Dr. Zephyrhills FI 33542 LOT III 93 SUBDIVISION SilverC)aks PARCEL ID# 03-26-21-0120-00000-0930 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT = SIGN DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR = COMM OTHER TYPE OF CONSTRUCTION BLOCK a FRAME STEEL DESCRIPTION OF WORK Revisionlayout change with 44 Qcells362W BUILDING SIZE I---� SQ FOOTAGE HEIGHT =BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $74,480.00 AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ OZ4 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ! BUILDER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # rJ......}1rt Freedarrl Fore ELECTRICIAN If COMPANY ver SIGNATURE 0 REGISTERED Y/ N FEE CURREN Y/ N Address 2010 51st Ave E #111 Palmetto FI, 34221 License# EC1300$056 PLUMBER COMPANY .SIGNATURE REGISTERED Y / N FEE CURREN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y ! N Address I icense # OTHER COMPANY SIGNATURE REGISTERED Y ! N FEE CURREN Y / N Address License # �- �l��i�#�f��#Its!t�##��;E�#w��IF1tt��[t#�lil�is4�i�Hfil= RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) " Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide' prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V' unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. •. Ji ,.• LOWL011111 . .ao *a ILOX01:1• OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Subscribed and me at, Notary Public Commission No. a Name of Notary typed, printed or stamped Name of Nota y ped, p nted or st mped Iy f • k f Y� �Y Y +! Current Engineering Attn: To Whom It May Concern, Project Name Keith Bracken Residence MA/Vz C" 003 OF !4i 0 N /22 EXP 2/28/23 Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (* 85003) an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and electrical components are designed and approved using the code requirements and standards contained in the Florida Building Code. If you have questions regarding this matter, please do not hesitate to contact me directly. Sincerely, Prepared by: Current Renewables Engineering Inc. Riverside, CA Projects@currentrenewableseng.com Ave. SnAe HANers-iii'lo.'x .? itl It' % W uA' '(14"J" 11re I I, I, '%�c""i We V A'( s,31, 4�) 5 t, 4, , 0 "t � , 11 I '1 , "Ik V)NI( S ()N%� I I 'i , I C''�11F11111,N1A,1 4C)IS, 1" i " N, C V ^ ��. /�U��nt Engineering ' ��l��|��r|MM 07-27-2O22 Freedom Forever LLC 43445Business Park O[Suite 11O`Temecula, C Subject: Structural Certification for Installation of Residenti Solar re job: Keith Bracken / Attn.: To Whom It May Concern Observation ofthe condition ofthe existing framing system was Freedom Forever LLC anaudit team of After review of the field observation data, structural capacity calculations were performed inaccordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits ofscope ofwork and liability. The design criteria and structural adequacy are summarized below: Design Criteria: Code: 2020 FBC, ASCE 7-16, Ult Wind Speed: 145 mph, Ground Snow: 0 psf, Min Snow Roof: 0 psf ROOF 1: Shingle roofing supported by 2x4 Truss @ 24 in. OC spacing. The roof is sloped at approximately 17 degrees and has a max beam span of 8.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. Current RenewablesEngineering Inc. Professional Engineer info@curentrenewab|eseng.com n60Chicago Ave Suite J13.Riverside, CA82507 irfo@curremmnewaWeseng.mm (951)405-/733 Page 1of8 /+Urr'nt [� ^ ' �ng|neer|ng Freedom Forever LLC 43445 Business Park Dr Suite 110, Temecula, CA 92590 Attn.: To Whom It May Concern The following calculations are for the structural engineehngdesignofthephotovoltaicpane|sandaneva|id only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility ofothers. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Live Load: 20 psf Ult Wind Speed: 145 mph Exposure Cat: C Ground Snow: 0 psf Min Snow Roof: 0 psf Current RenewablesEngineering Inc. Professional Engineer . . ^ . Page 2uf8 Keith Bracken Roof Type= Shingle Roof Pitch (deg) = 17.0 Mean Root Height (fU = 23.0 Attachment ThbWidth (ff)= 33 Attachment Spacing (ft)= 4.0 Framing Type = Tmoe Framing Size = 2x4 Framing QC Spacing (in.) = 24.0 Section Thickness, b (in) = t5 Section Depth. d (in) = 3.5 Section Modulus, Sx (inq = 3.062 Moment ofInertia, h(in )= 5.359 Unsupported Span UD= 8,0 Upper Chord Length (ft)= 32.0 Deflection Limit O+L (in) = 6,4 Deflection Limit G or (in) = 4.267 Attachments Pattern = Staggered Framing Upgrade = No Sister Size = NA Wood Species = DF Wood Fb(pni)= 90Q.O Wood Fv(poi)= 180,0 Wood E(pei)= 16000M0 Co (wind) = 1.6 Cu(enow)= 1.15 Cm = 1.0 Cm=[t=CL=Ci= tO Cr= t5 Cm= 1.0 Cr = 115 F'bwind (psi)= 2484.0 F'bsnow (pni)= 1785.37 Pvwind (poi)= 288.0 Fvsnow (psi)= 207.0 M allowable wind (lb-ft) = 633.94 K4 allowable snow (lb-t) = 455�64 Vallowable wind UbaJ= 10080 Vallowable snow (|ba)= 724.5 E'(psi)= 1000000.0 Current \� ^ . �ng|neer|Dg Page 3 of 8 Keith Bracken Currem Engineering Dead Load Calculations: Rooil Panels Dead Load (psf) = 10 Roofing Weight (psf) = 3.0 Decking Weight (psf) = 2.0 Framing Weight (psf) = O�602 Misc. Additional Weight (psf) = 10 Existing Dead Load (psf) = 6.602 Total Dead Load (psf) = 9.602 My.[ "'NUMMI Ultimate Wind Speed (mph) = 145.0 Directionality Facto r, kd = 0.85 Topographic Factor, kzt = 1.0 Velocity Press Exp Factor, kz = 0.929 Velocity Pressure, qz (psf) = 42A94 External Pressure Up, GCp_1 External Pressure Up, GCp�2 = -2.569 External Pressure Up, GCp_3 = -3058 External Pressure Down, GCp = 0.465 Design Pressure Up, p_1 (psf) = -5&641 Design Pressure Up, p_2 (PSf) Design Pressure Up, p_3 (psf) = -89.667 Design Pressure Down, p (psf) = 16.0 Ground Snow Load, pg (pso = 0.0 Min Flat Snow, pf_min (psf) = 0.0 Sloped Snow, ps_min (pso = 0.0 Snow Importance Factor, Ic = 1.0 Exposure Factor, Ce = 0.9 Thermal Factor, Ct = 1A Flat Roof Snow, pf (psf) = ao Slope Factor, Sloped Roof Snow, ps (pso = ao 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733 Ref. Withdrawal Value, VV(lb/in) = 268.0 (Cm = Ct = C. = 1.0) CD = 1.6 Adjusted Withdrawal Value, Ny (|b/in) = 4256 Lag Penetration, p(in]= 2.5 Allowable VVKhdrovve| Force, VV'p (|ba) = 10640 Applied Uplift Force Ubs\ = ~493319 Uplift DCB = 0.464 Ref. Lateral Vm|ue, Z (Iba) = 250.0 (Cm = {t = CA = C. = 1�0> CO = O.Q Adjusted Lateral Voue, Z' Ubn> = 243.0 Applied Lateral Force Ubs\= 11.578 Angle ofResultant Force, o(deo)= 1.547 Adjusted Interaction Lateral Value, Z'o(|be)= 1062025 Lateral DCR = 0.811 Page 5 of 8 Keith Bracken Current F Engineering LC1: D+S Applied Moment (lb-ft) = 91 O Applied Shear (lbs) = 68.0 Allowable Moment (lb-ft) = 45&0 Allowable Shear (lbs) = 724O Moment DCR = 0,2 Shear DCR = 0,094 Applied Moment (lb-ft) = 3WO Applied Shear (lbs) = 378.0 Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = loo8,o Moment DCR = 0.63 Shear DCR Applied Moment (lb-ft) Applied Shear (lbs) = 269.0 Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = 100&0 Moment DCR = 0.436 Shear DCR Applied Moment (lb-ft) = 436.0 Applied Shear (lbs) = 40LO Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = 100&0 Moment DCR = OM8 Shear DCR = 0.399 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733 Page 6 of 8 Keith Bracken Current ngineei-ing I-Cl: D+L XMW Deflection Aeflection Deflection DCR = 0,066 Deflection (in.) = o.o Deflection Limit ) Deflection DCR = o.o Deflection (in.) = 0.072 Deflection Limit (in.) = 4.267 Deflection DCR = 0.017 Deflection (in.) = 0.263 Deflection Limit (in.) = 4.267 Deflection DCR = 0.062 1760 Chicago Ave Suite J1 3, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733 Page 7of8 Keith Bracken Current Engineering �neer|ng The increase inweight asaresult ofthe solar system isless than l0%ofthe existing structure andtherefore nofurther seismic analysis ixrequired. 1760 Chicago Ave Suite J13, Riverside, CA 92507 info @currentrenewableseng,com (951) 405-1733 Page Vny8 Keith Bracken Current [� �ng|neer|ng Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume nu responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. PHOTOVOLTAIC SYSTEM CODES: CONSTRUCTION NOTES: THIS PROJECT COMPLIES WITH THE FOLLOWING: 2020 7TH EDITION FLORIDA BUILDING CODE: BUILDING CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND 2020 7TH EDITION FLORIDA BUILDING CODE: RESIDENTIAL ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS. 2020 7TH EDITION FLORIDA BUILDING CODE: MECHANICAL ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT o' A n A 2020 7TH EDITION FLORIDA BUILDING CODE: PLUMBING POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE 2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS MOUNTED. "N" 2020 7TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN 2020 7TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING 2020 7TH EDITION FLORIDA BUILDING CODE: ACCESSIBILITY ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. 2020 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA) a 2017 NATIONAL ELECTRIC CODE (NEC) DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY (n, OF AS ADOPTED BY EXCAVATION TAKING PLACE 4 PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE F DC DISCONNECT/INVERTER AS PER 2017 NEC SEC 250.166(A). SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WIT REQUIREMENTS OF ART. 690 OF THE 2017 NEC 7 Stam 8/31/ EXP 28/23 VICINITY MAP: THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR LIFER UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS 11 SAFETY) AND UL 1741 STANDARDS CLIENT: KEITH BRACKEN INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FIL ATTACHED TO THE ROOF USING CONDUIT MOUNT. 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM� SYSTEM SIZE (DC): 40 X 400 16,000 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: Q.PEAK THIS SYSTEM IS DESIGNED FOR DUO BLK ML-G10+ 40OW WIND SPEED: 145 MPH OPTIMIZERS. 40 X SOLAREDGE S440 INVERTER: SOLAREDGESE1140OH-US[Slll CATEGORY C EXPOSURE 91 SITE LOCATION TABLE OF CONTENTS: PV_1 SITE LOCATION REVISIONS PV-2 SITE PLAN NO REVISED BY DATE PV-2A ROOF PLAN WITH MODULES LAYOUT PV-2B STRUCTURAL CALCULATIONS PV-3 MOUNTING DETAILS v I r e e 11 o, m PV-4 THREE LINE DIAGRAM PV-5 CONDUCTOR CALCULATIONS FREEDOM FOREVER LILC 2619 CONSULATE DR SUITE 800, ORLANDO, PV-6 EQUIPMENT & SERVICE LIST FIL 32819 Tel: (800) 385-1075 PV-7 LABELS GREG ALBRIGHT PV-7A SITE PLACARD PV-8 OPTIMIZER CHART PV_9 SAFETY PLAN CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR PV_1 0 SAFETY PLAN EC13008056 APPENDIX MANUFACTURER SPECIFICATION SHEETS SITE LOCATION JOB NO DATE DESIGNED BY: SHEET 247841 7/26/2022 A.M, PV_j I I I LEGEND: OBSI PIPE 0 MODI CON[ SETB AC AC DISCI MSP MSP FJBj JUNC BOX [I IN V] INVEF PRO[ PryPRO[ 4 BOIS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 011 Stamped 8/31,&2 EXP kNWHA QCELL: Q.PEAK DUO BLK ML-G 10+ 40OW 7ION BOX SERVICE PANEL 1) SOLAREDGE SE1 140OH-US [S11] VERTER WITH RAPID SHUTDOWN ) UTILITY DISCONNECT EATON DG222NRB ,R EQUIVALENT) ) UTILITY METER I GOOF AREA: 4986 SQ FT I KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 $YSTEM: SYSTEM SIZE (DC): 40 X 400 = 16.000 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: Q.PEAK DUO BLK ML-GlO, 40OW OPTIMIZERS 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1 140OH-US (Sill REVISIONS I REVISED BY I DATE freedom FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 2REG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 SITE PLAN JOB NO:' DATE I DESIGNED BY SHEET 247841 17/26/2022 1 A.M.I PV-2 LEGEND: OBSTRUCTION PIPE VENT MODULES CONDUIT SETBACK HAC DISCONNECT Fm -sp] MSP PB] JUNCTION BOX INv INVERTER PRODUCTION METER TOTAL ARRAY AREA = 845.6 SF TOTAL ROOF AREA = 4986 SF TOTAL ARRAY AREA AS A % TO ROOF AREA = 16.96% 16.96% < 33% PV SYSTEM kW -DC 11.400 kW -AC (N) 40 HANWHA QCELL: Q.PEAK DUO BLK ML-G 4 ROOF PLAN SCALE: 3/32" = V-0" NOTES: 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES 3. JUNCTION BOX IS MOUNTED TO THE RAIL. I I ROOF AREA: 4986 SO FT I _KKJTIff BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 40 X 400 = 16,000 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: Q.PEAK DUO BLK ML-G10+ 40OW OPTIMIZERS 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1 140OH-US tS11j S REY NO. REVISED BY DATE freealom FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 2REG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 ROOF PLAN WITH MODULES LAYOUT JOB NO: I DATE T I DESIGNED BY: t SHEET. ,V_: 247841 17/26/2022 A.M. PV-2A 4F , BOLT OR,STRUCTURALSCREW WITH 2-1/2" MIN. EMBEDMENT AND FLAT WASHER SOLAR PV ARRAY SECTION VIEVA TRIMRAIL HANWHA QCELL: Q,PEA DUO BLK ML-G10+ 40M SLIDER AND TRIMRAIL ROOF ATTACHMENT ROOF DECK/ MEMBRANE m00 STAINLESS STEEL LAG OR STRUCTURAL SCREV 2-1/2" MIN. EMBEDMEN =LAT WASHER BUILDING STRUCTURE M camporwnts' d sp 1 '5 ' log ,.. ICRORAIL IANWHA QCELL Q.PEAK )UO BLK ML-GIO+ 40OW ROOF / DECK MEMBRANE SLIDERS = ASHING /16" STAINLESS STEEL AG BOLT OR ITRUCTURAL SCREW VITH 2-1/2" MIN, MBEDMENT AND FLAT VASHER :1 ITI nTNr CTRI IfT1 Mr CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 40 X 400 = 16,000 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: Q.PEAK DUO BLK ML-G10+ 40OW OPTIMIZERS: 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [Sill [ REVISIONS ENO. REVISED BY 1 DATE a '�� W U U T FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT r CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 MOUNTING DETAILS JOB NO: DATE I DESIGNED BY: SHEET: 247841 1 7/26/2022 A.M. I PV-3 BACKFEED FUSE SIZING �MAX. CONTINUOUS OUTPUT 47.50A @ 240V 47.50 X 1.25 = 59AMPS 60A FUSES - OK PV SYSTEM k -DC W 11.400 kW -AC STRING-2 STRING-1 HANWHA ODELL Q,PEAK DUO BLK HANWHA ODELL. CREAK DUO ELK ML-G10, 400W ML-G10, 400W SOLAREDGE S4- POWER OPTIMIZERS 4 - #10 AWG. PV WIRE 1 - #6 AWG IN FREE AIR OR #8 AWG MUST BE IN EMT CONDUIT (N)SOLAREDGE SE1 140OH-US [S11] INVERTER 77 AcIN) 60A FUSED 2-#10AW PV WIRE STRING-3 AD DISCONNECT HANWHA OCELL. Q.PEAK DUO BLK EATON DG222NRB (OR SOLAREDGE S440 - ML-G10+ 40OW EQUIVALENT) c POWER OPTIMIZERS 2 - 60 AMP FUSES 0 JUNCTION LBOXBCOT RAPID SHUTDOWN #10 AWG THWN-2 SWITCH 1 - #8 EGC� THWN-2 L 3 - #' AWG, THWN-2 IN 3/4" OR I - #' EGG, THWN-2 LARGER EMT CONDUIT IN 34" OR LARGER EMT CONDUIT SOLAREDGE S440 POWER OPTIMIZERS 2, #10 AWE, PV WIRE 1 - #6 AWG IN FREE AIR OR 48 AWG MUST BE IN EMT CONDUIT 3 - # AWG, THWN-2 IN 3/4" OR LARGER EMT CONDUIT A TARBOX MAY BE USED IN LIEU OF PERFORMING THE UNESIDE TAP IN THE MAIN SERVICE PANEL. THIS IS DEPENDENT UPON SITE CONDITIONS. (E) UTILITY METER (E)200A RATED MAIN SERVICE PANEL 1p H, I 20/240V 60HZ (E) 200A / 2P MAIN BREAKER (TOP FED) I - #6 GEC BARE COPPER FREE AIR BONDED EXISTING UFER TIE IN (N) NEMA 3R RATED LOCKABLE JUNCTION BOX (N) LINESIDE TAP VIA UL LISTED CONNECTORS TO UTILITY UNDERGROUND FCONNECT TO EXISTING UFER NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 40 X 400 = 16,000 kW SYSTEM SIZE AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: QLPEAK DUO BLK ML-GIO, 40OW OPTIMIZERS: 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SEI 140OH-US [Sill R Z' INS NO. RE71SEEIY DATE FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT 4 CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 THREE LINE DIAGRAM JOB NO: 1DATE:I DESIGNED BY SHEET 7, 247841 26/2022 1 A.M. PV-4 0 705.12(B)(2)(3)(b) i i:' SOLAR ED i ` SHUTDOWN- WITH ) ! ' 1 i i i RAPID ■SHUTDOWN SWITCH TO POSITIONTHE "OFF" SHUT DOWN i V SYSTEM AND REDUCE . L i• ARRAY HAZARD e 690.56(C)(3) a•1 , TURN RAPID POSITION.SWITCH TO THE "OFF" If you any questions about your systern, please call our Customer support Team at 38 f, IS .64 freedoinforwmr.com/,=sWffmr-seMce -mk solar W system v Instalm by s T `�,-`�% � ne�r��"�r � F i 1'• 1. NEC ARTICLES690 AND 705AND FBC SECTION MARKINGSi O CONSIST2. ALL MARKING SHALL OF • • l UV RESISTANTSIGN MATERIAL OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING. B. ! BACKGROUND • •' WHITE TEXT AND LINE WORK. ARIAL FONT. t. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONSSPECIFIED.l /SIGNS SHALLATTACHEDEQUIPMENT WITH PO OR SCREWS r`f an CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, 33542 AHJ: CITY OF ZEPHYRH ILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 40 X 400 = 16.000 kW SYSTEM SIZE (AC): 11,400 kW @ 240V MODULES: 40 X HANWHA QCELL Q.PEAK DUO BLK ML-G1O+ 40OW OPTIMIZERS: 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [Sill [ ( REVISIONS j [ CNO. REVISED BY DATE freedom FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT (-�,—.. CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 LABELS JOB NO: DATE I DESIGNED BY: SHEET: 247841 1 7/26/2022 1 A.M. PV-7 t INVERTER EQUIPPED l UTILITY METER p BREN� TURN 'OFF PHOTOVOLTAIC AC DISCONNECT PPIOP TO WOPKIKIr.m _ ' m KAI 1. NEC ARTICLES 690 AND 705 AND FBC SECTION R324 MARKINGS SHOWN HEREON. 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING. B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. C. AERIAL FONT. 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS. CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 40 X 400 = 16.000 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: CREAK DUO ELK ML-G10+ 40OW OPTIMIZERS: 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [Sill REVISIONS I CNO, REVISED BY i DATE TT do FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel (800) 385-1075 GREG ALBRIGHT r CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 SITE PLACARD JOB NO: DATE: �ESIGNED BY: SHEET: 247841 7/26/2022 A.M. PV-7A 1. USE SYMBOLS IN KEY TO r,.. r THIS SHEET. 2. SAFETY PLAN :E...MARKED BEFORE1: STARTS PART OF THE PRE -PLAN 3. DOCUMENT ALL ADDITIONAL HAZARDS ON PAGE NOTES& MAKE ON F SHEET r c12411A i EMPLOYEESALL ON .DAWARE SAFETY PLAN AND f AWARE OF . Sri • AND THE PLAN i WORKING SAFELY. wrenum 009 �REN� O PERMANENT ANCHOR TEMPORARY ANCHOR IL INSTALLER LADDER FB] JUNCTION / COMBINER BOX STUB -OUT SKYLIGHT NO LADDER ACCESS (STEEP GRADE OR GROUND LEVEL OBSTRUCTIONS) CLIENT: /(��+ KEITH BRACKEN RESTRICTED A`sC SS 335426300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) CONDUIT PHONE: (252) 231-5589 GAS GAS SHUT OFF H2O WATER SHUT OFF 7� SERVICE DROP POWER LINES BREAK AND WATER LOG -1 HIS LOG IS TO BE FILLED OUT ANY TIME THE TEMP EXCEEDS 90 DEGREES. THE CREW LEAD AND ROOF LEAD ARE RESPONSIBLE FOR ENSURING THIS IS r . , 1:1/ ` t'11 1t1 01 r MODEM•1/ ` SYSTEM: SYSTEM SIZE (DC): 40 X 400 = 16.000 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 40 X HANWHA QCELL: Q.PEAK DUO BLK ML-G10+ 40OW OPTIMIZERS: 40 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [SI1] REVISIONS f.,, FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT ty t- CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 N1,ri uI SAFETY PLAN JOB NO: DATE: DESIGNED BY: SHEET: 247841 7/26/2022 A.M. PV-9 Ladder Access ° Ladders must beinspected before each use. ° Extenmvnladders must ovset upnnannnand /ewxxunoceeu a4-to 1 rise 0orun angle (o75 degrees)and the top must be secured tothe structure. Extension style ladders placed on uneven, loose orslippery surfaces must additionally have the base firmly anchored orlashed sothe base will not slip out. ° Extension ladders must beused with walk-through devices or the ladder must extend 3G^above the stepping off point. = A-frameladders must only boclimbed with the ladder spreader bars locked inthe open position; A4+ameladders shall not bo climbed while inthe closed position (ex.closed and used while leaned Additional notes: Mobile Equipment • Only Qualified operators will operate equipment; operators must maintain ocertification nntheir person for the equipment being operated. ° Tyiofmobile equipment (Type/Mak*/Mode|): Material Handling and Storage ° Materials will bestaged/stored ineway that does not present a hazard toclient, personnel orpublic. Materials stored nnthe roof will be physically protect from failing or sliding off. Fall Protection plan for fall prevention and protection iarequired prior 0nstarting work and must remain onsKeadall times until work iscomplete; afall rescue plan must beoutlined and discussed among the crew prior Vowork start. • pinst-person-Up(FPV)must install their anchor and connect before any other task, including installing other anchors. The Last -Pe ,non -Down (LPD)must bethe only person on e roof uninstalling fall protection. FPCP (name and title): FPU anjLPD (name and title): Electrical Safety " The Electrical Qualified Person (EOP)isrequired onsioem perform electrical work. = All electrical work will beperformed with equipment inan electrically safe condition (de-ene,gized)unless approval has been granted prior tnwork. = Service drops and overhead electrical hazards will boindondfied d protectedho Public1�7 EQP (name and tile): ° The safety ufthe Client and Public must bemaintained utall times. • The Client and the Public shall beprevented from entering the work zone through the use ofbarriers and/or nignage.as required. ° Company, Client and Public property shall boprotected from falling objects. ° Pets (including dogs) shall besecured bytheir owners prior |o work start. ° The Client should not leave pets, family members, orothers in charge orcare ofEmployees, Contractors, orTemporary ^ Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture Crew leader responsible for communication with the client: Heat Related Illness Prevention NOTE� ° Employees shall have access k`potable drinking water that in (add Client and public is excludea Trom worK area by barricades kN/A, Training and Pre -Job Safety Briefing = All employees onsheshall bemade aware ofthe specific hazards ofthis project and review this HJAduring apre-job briefing, and their signature indicates awareness ofsite conditions and the plan Vzeliminate any hazards identified prior toand during the project. 0 Crew leader (name/title): a Crew member (name/title): * Crew member (name/title): a Crew member (name/title): Crew member (name/title): Crew member (name/title): Airborne Contaminants: Asbestos -containing (Transite) piping (ACP) - Do not disturb (move, drill, cut fracture, etc.) Asbestos -containing thermal insulation (ACI) and Asbestos -containing duct wrapping (ACW) - do not disturb, no attic or crawlspace access is allowed if work to be performed could cause exposure to personnel, client or public. 0 Vyes, list specific tasks and protection inplace: Weather and Environment ° The site supervisorshall forecast the weather conditions mtthe job site, prior 0zcrew arrival, inorder tomitigate any hazards associated with inclement weather (heal.cold, wind, rain, s1c.) • The site supervisor will utilized aportable wind meter (anemnme\er)(overify actual nnsi1ewind conditions, bychecking at the ground and nnany elevated work surface (*x.rooftop) prior towork start, a\midday and prior tosolar panel staging ona roof. = Elevated work involving the moving ormaneuvering ofsolar panels shall cease a(25mph(sustained wind) until wind 0 Forecasted weather maximum temp (degrees f): fresh, pure, and suitably cool, /newater shall oelocated as close oepracticable tothe areas where employees are working. Water shall basupplied insufficient quantity atthe beginning of the work shift (oprovide a\least one quart per employee per hour for drinking for the entire shift. Employees may begin the shift with smaller quantities ofwater ifthey identify the location and have effective means for replenishment during the shift to allow employees todrink onquart ormore per hour. The frequent drinking ofwater shall beencouraged. • Shade shall bepresent when temperature exceeds nOdegrees Fahrenheit. When the outdoor temperature inthe work exceeds 8Udegrees Fahrenheit, employees shall have and maintain one ormore areas with shade atall times. ° New employees must beacclimatized. New employees will be monitored bytheir Crew Leader (site supervisor) for the first two (2)weeks ofemployment orlonger when necessary. ° Employees will beallowed and encouraged toimplement scheduled breaks during each shift. Employees must take cool -down breaks inthe shade any time they feel the need todo sotoprotect them from overheating. Supervisors are REQUIRED toallow employees any break period they need during high heat conditions. • Cool Vests are encouraged for all employees atall times during periods ofhigh heat. ° Identify the location ofthe closet Occupational/industrial Clinic or Hospital in case a crew member becomes ill. What isthe specific plan toprovide and replenish sufficient water for all elmDlovees on site? If offsite replenish is necessary, where will you go to replenish water (location/address): Who will replenish the drinking water (name): Restroom facilities � Employees shall have access tomstromfacilities with hand -washing stations. Use ofonsite restroom is at the client's discretion (location iaannotated below).Vclient does not give permission, location ofsuitable reotroomfacilities with hand -washing stations offsite will beprovided. Thannoi0a supervisor will identify location and make arrangements to ensure all employees have access a<any point. 0 If Offsite, add location name and address: Incident Reporting Procedure 0 Contact your Site Supervisor Contact your Manager Contact your Site Supervisor as many as necessary by using additional sheets) Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: KEITH BRACKEN sxvnenswrW0000nws.zer*,Rn/us."L 33542 **J.CITY orzEpnvn*/un UTILITY: DUKE ENERGY (FL) SYSTEM SIZE (DC): 40x400~16�000 kW SYSTEM SIZE (ACnwmmw@ 240 MODULES: mxxANWx mCEuL:upEAx DUO eu'wL-em~*00w OPTIMIZERS: +vxsomnsoosuwo ��^� "�� . �� FREEDOM FOREVER LLC ze1yCONSULATE mnSUITE mm.nxuANuo. pLo2a1n CERTIFIED ELECTRICAL CONT TOR | SAFETY PLAN | JOB wo1DATE IDESIGNED aY|SHEET . THIS PROJECT #• COMPLIES FOLLOWING: 7 f1 1 7TH EDITIONFLORIDA • ifBUILDING 2020 EDITION FLORIDA BUILDING CODE: 2020 7TH EDITION FLORIDA CODE: MECHANICAL EDITION FLORIDAECODE: PLUMBING 2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS 2020 7TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION 2020 7TH EDITIONFLORIDA ■ •• BUILDING FLORIDA BUILDING ACCESSIBILITY 2020 7TH EDITIONFLORIDA FIRE PREVENTION CODE#i 2017 NATIONAL•i AS ADOPTED i TABLE F CONTENTS:I PV-1 SITE LOCATION PV-2 SITE PLAN PV-2A ROOF PLAN WITH MODULES LAYOUT PV-2B STRUCTURAL CALCULATIONS PV-3 MOUNTING DETAILS PV-4 THREE LINE DIAGRAM PV-5 CONDUCTOR CALCULATIONS PV-6 EQUIPMENT & SERVICE LIST PV-7 LABELS PV-7A SITE PLACARD PV-8 OPTIMIZER CHART PV-9 SAFETY PLAN PV-10 SAFETY PLAN APPENDIX MANUFACTURER SPECIFICATION SHEETS ��sTrlf+'�i1F�fEsT� � •�i��1 CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AN# ♦ # • MEANT TO LIMIT UP —SIZING REQUIRED BY FIELD CONDITIONS. ALL SOLAR# :'.. SHALLBE ) TO THE MAXIMUM POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE MOUNTED. MODULESi BE TESTED, LISTED ♦ i INDENTIFIED WITH FIRE CLASSIFICATION IN ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. DIG ♦ TO BE i z • x • COMPLIANCE WITH EXCAVATIONk PRIOR TO ANY EXCAVATIO `►\ ''a # 404 We i' # •' • i ' •' ! x i - KIIIIIII• •' # '' # 1 1 .. i NEQUIREMENTS OF ART. 690 OF 1 1�`I�l�!►�11►E+1�:��/[il•'•'•�`1.�i�fl�/1�� "`"•I111'�''`'�1:�1�i��It�i'�,CZi11i1�1M�:Z•7i7117'il��'' SOLAREDGE OPTIMIZERS ARE LISTED TO IEC s 1e(CLASSx i • UL 1741 r •t !INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT ATTACHED • THE ROOF USING C•: i WIND SPEED: CATEGORY C EXPOSURE �,�,1149lMA i36ifdedC79 Afs'e® w m 85003 ®m STATE 01 4 fax« , STAMPED,. 9/22 EXP 2128/2023 CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 44 X 365 = 16.060 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-G10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 j INVERTER: SOLAREDGE SE1140OH-US ISM] REVISIONS NO. I REVISED BY I DATE 1 1 A.M. 9/16/2022 3 _ u� .z n FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO,' FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT n CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 SITE LOCATION JOB NO: I DATE: DESIGNED BY: I SHEET: 247841 9/16/2122 A.M. PV-1 LEGEND: OBSTI PIPE \ MODL CONE SETBj AC] AC F DISCC Fms P1 MSP [J:B] JUNC- BOX FINV] INVEF; PROD Fp-ml METE I Rn.q wn I RF A.; ri n.';P AS Pn.q.l;IRI F: Tn MRP WITHIN ) SOLAREDGE SE1 140OH-US (SI1 ] VERTER WITH RAPID SHUTDOWN R EQUIVALENT) �i UTILITY METER ROOF AREA: 4986 SQ FT I CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 $YSTEM: SYSTEM SIZE (DC): 44 X 365 = 16,060 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-G10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1 140OH-US [S11] REVISIONS NO REVISED BY DATE 1 A.M. 9/1612022 freev-d"u"11,1111 FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT CONTRACTOR .LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 JOB NO: 1. DATE I DESIGNED BY. SHEET 247841 /16/2022 A.M. PV-2 LEGEND: OBSTRUCTION PIPE VENT MODULES CONDUIT SETBACK FAC AC] DISCONNECT H MSP [J B] JUNCTION BOX INN INVERTER Fp-ml PRODUCTION METER PV SYSTEM 16,060 kW -DC 11.400 kW -AC k4ODIFIED SETBACKS PROPOSED AT RIDGE: TOTAL ARRAY AROk0.08 SF TOTAL ROOF AREA = 4986 SF TOTAL ARRAY AREA AS A % TO ROOF AREA = 17.05% 17.05% 1;1#1 612TA I ww=walo U01 xo&�' �#t THIS SYSTEM DESIGNED WITH: WIND SPEED: 145 LAYOUT SUBJECT TO CWANGE- ROOF PLAN NOTES: 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS cm No. 8500,3 ~ram w STATE OF 0, STAMPED-9'fl'9122 EXI, ROOF AREA: 4986 SQ FT I CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: < SYSTEM SIZE (DC): 44 X 365 = 16.060 kW < i SYSTEM SIZE (AC): 11,400 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-G10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [S11] I NO. I REVISED BY I DATE ) A.M. r e z,,f FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLAN FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 6UALL: 3/32 ® I -U 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES I ROOF PLAN WITH MODULES LAYOUT 3. JUNCTION BOX IS MOUNTED TO THE RAIL. JOB NO: DATE I DESIGNED BY I SHEET.'e 247841 911612022 A.M. PV-2X MA %X ..... Z E N Noa85003 % STATE 0 .0 CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 44 X 365 = 16,060 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-G10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [SI1] REVISIONS NO. REVISED BY DATE I A.M. 9/16/2022 f ree FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT CONTRACTOR LICENSE CERTIFIED ELECTRICAL CONTRACTOR EC13008056 ROOF DETAILS JOB NO: DATE I DESIGNEE) BY I SHEET 247841 A.M. PV-2B BACKFEED FUSE SIZING MAX. CONTINUOUS OUTPUT 47.50A @ 240V 47,50 X 1.25 = 59AMPS 60A FUSES - OK PV SYSTEM 060 kW -DC 11.400 MAC STRING-2 STRING-1 HANWHA QCELL CREAK DUO < HANWHA QCELL. Q.PEAK DUO BLK-GIG, 365W BLK-G10, 365W SOLAREDGE S440 POWER OPTIMIZERS 4 - #10 AWG, PV WIRE I - #6 AWG IN FREE AIR OR #8 AWG MUST BE IN EMT CONDUIT (N) SOLAREDGE SEI 140OH-US [SII INVERTER AC(N) 60A FUSED 2 - #10 AWG, PV WIRE STRING-3 AD DISCONNECT EATON DG222NRB (OR HANWHA QCELL Q.PEAK DUO SOLAREDGE S440 — LK-G10+ 365W EQUIVALENT) 2 - 60 AMP FUSES POWER OPTIMIZERS JUNCTION BOX . ..... RAPID SHUTDOWN 6-#IOAWG THWN-2 SWITCH L - 1 -#8 EGC, THWN-2 3# AWG. THWN-2 1 -#- EGG, THWN-2 IN 3/4" OR LARGER EMT CONDUIT IN 314'OR LARGER EMT CONDUIT SOLAREDGE S440 POWER OPTIMIZERS 2 - #10 AWG, PV WIRE 1 - #6 AWG IN FREE AIR OR #8 AWG MUST BE IN EMT CONDUIT 3-# AWG,THWN-2 IN 3/4" OR LARGER EMT CONDUIT A TAPBOX MAY BE USED IN LIEU OF PERFORMING THE LINESIDE TAP IN THE MAIN SERVICE PANEL. THIS IS DEPENDENT UPON SITE CONDITIONS. m No. 85oo 3 (E) UTILITY METER (E) 200A RATED MAIN SERVICE PANEL 1 PH, 120/240V 60HZ (E) 200A / 2P MAIN BREAKER (TOP FED) 0 E — 1 -#6 GEC, BARE COPPER FREE AJR BONDED EXISTING UFER TIE IN (N) NEMA 3R RATED LOCKABLE JUNCTION BOX (N) LINESIDE TAP VIA UL LISTED CONNECTORS To UTILITY UNDERGROUND CONNECT TO EXISTING LIFER NOTE CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONS CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 44 X 365 = 16.060 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-GIO+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE11400H-US (SI1] REVISIONS NO. REVISED BY DATE 1 A.M. 9/16/2022 11 edo� FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR E013008056 THREE LINE DIAGRAM JOB NO: I DATE: I DESIGNED BY SHEET: 247841 9/16/2022 1 A.M. PV-4 i SERVICE PANEL JVER ER EQUIPPED TJITH kl ID SHUTDOWN rDISCONNECT IIUTILITY METER a� 1. NEC ARTICLES 690 AND 705 AND FBC SECTION R324 MARKINGS SHOWN HERi 2. ALL .. CONSISTOF • A. UV RESISTANT SIGN MATERIALENGRAVED OR MACHINEPRINTED LETTERS OR s a AERIALB. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. C. SIZED3. ALL SIGNS SHALL BE APPROPRIATELY AND PLACED • !SPECIFIED. SIGNAGE CANNOTi 4. SIGNS SHALL BE ATTACHED • THE SERVICE EQUIPMENT PO OR STAMPED 9 122kEXP /2S/2023 CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 44 X 365 = 16.060 kW SYSTEM SIZE (AC): 11.400 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-G10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [Sli] REVISIONS NO. REVISED BY DATE 1 A.M. 9/16/2022' FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT a Y'J �. .'_r CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 SITE PLACARD JOB NO: I DATE: I DESIGNED BY: SHEET: 247841 9/16/2022 A.M. PV-7A 1-10 11-20 21-30 31-40 41-50 51-60 1 2 3 4 5 6 7 9 1 ^ u CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 44 X 365 = 16.060 kW SYSTEM SIZE (AC): 11 A00 kW @ 240V MODULES: 44 X HANWHA QCELL: CREAK DUO BLK-G 10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1140OH-US [S11] REVISIONS NO. REVISED BY I DATE 1 A.M. 19/16/2022 f donn FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 OPTIMIZER CHART JOB NO:1DATE D BY: DESIGNED SHEET 9 247841 11112.22 A.M.I PV-8 z0_:`l`ETY PLAN 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE -PLAN 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE I I ilk I loy.503 a -010: 111 Mulifflocrflimm ff kv-A "m ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR WORKING SAFELY. 63 Eel , ! F-ITA It 0 000 PERMANENTA CHO TEMPORARY ANCHOR IL INSTALLER LADDER [13] JUNCTION / COMBINER BOX STUB -OUT SKYLIGHT GRADE OR GROUND LEVEL OBSTRUCTIONS) m RESTRICTED ACCESS H2oGAs GAS SHUT OFF WATER SHUT OFF SERVICE DROP POWER LINES CLIENT: KEITH BRACKEN 6300 BRENTWOOD DRIVE, ZEPHYRHILLS, FIL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY (FL) PHONE: (252) 231-5589 SYSTEM: SYSTEM SIZE (DC): 44 X 365 = 16.060 kW SYSTEM SIZE (AC): 11 A00 kW @ 240V MODULES: 44 X HANWHA QCELL: Q.PEAK DUO BLK-G10+ 365W OPTIMIZERS: 44 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1 140OH-US fSI1 REVISIONS NO, REVISED BY DATE I A.M. 9/16/2022 FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 DATE: TIME: SAFETY PLAN JOB NO: I DATE: I DESIGNED BY SHEET 247841 9/16/2022 A.M.I PV-9